HomeMy WebLinkAbout812 Shire Ct - Correspondence - 05/09/1995901939
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TOVNER CANPULD a Limitgd Liability Company
CO,�I5UttTING STRUCTURAL $NGINEER9
447-2813
1528 SPRUCE STRUT BOULDER. COLORADO 80302 PAX (302) 667-2000
moiLB (303) 227-3684
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SAL NOIW 01 PAM INCLUDING Tole PAAE:--L_
Titifir wirL4 eon-" any undamtonding- and concurrence regarding a
rooandfframing connectio sdetail tail oattthe he aW10x19aroof nboom ed nThe
asfcllcws:
The trusses spanning approximately 10 feet over the loft bear
directly ^n top of the WIOx19. The 2 x I2 rafters spanning
approzit Ily IB feet ever the living room do not bear on the
top of the WSOx19 as shown on the drawings but are framed
Into the face Of the W10x19 with a minimum of (3) 16d toe
nails into each face of each " x 12. In addition, a 2 x 4 x
4,-o aide board is ,ae naiiea into each roof truss and Into
the upper portion of each 2 it 12 ratter with a minimum of (6)
16d nails in each "aber.
The calculated total roof load resisted by this rafter connection
is either 45B rounds or 600 pounds, depending upon whether snow
lend reductio: Is taken per the 88 UBO. In my opinion, the
above-doeerlbed Connection should be adequate to resist this
lead.
sincere2 .
M, Towner
PrC AM «